Engineering Center

Does EN1992-4 cover grout upstands in seismic anchor applications?

I am checking the loading on an anchor to masonry wall. Using the Hilti PROIS Software, I can't figure how to change the masonry wall (200 series block wall) to fully grouted. How will I able to complete this?

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Can steel U or J bar (pre-installed) instead of Hilti's anchor bar to be adopted in this software. 2. can this software also include the post install steel bar to join new suspended slab to existing slab. I understood that the old software does

I am preparing the Technical Specification for my project using Masterspec and found that in the Anchoring System only Ramset has specifications included in the Masterspec. Is there a Hilti standard specifications (editable) that I can use?

Is it possible to use hilti RE500V4 with 16 dia bar to get full tensile capacity of the bar in pull out? Embedment length will be equal to lap length required for the bar (~1000 mm for 16 dia (Grade 500)).

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The hilti software does not seem to allow use of rebar for C2 seismic loads. Is there a way around this? Surely you can use post-installed rebar in regions with high seismicity? Can you increase the load and use C1 in the software? or is post installed rebar simply not allowed?